Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Cougar Wildlife Crossing' (1) ·
'Cypress Creek ' (1) ·
'Deer Wildlife Crossing ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Header Canal ' (1) ·
'I-95 ' (1) ·
'L-5 CANAL ' (1) ·
'Lantana Road ' (1) ·
'LATERAL A CANAL ' (1) ·
'Long Creek ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'Pine Street ' (1) ·
'SR 811 & FEC RR ' (1) ·
'Ten Mile Creek ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'49th St Lindsey Rd' (1) ·
'CR-611 (45th ST.) ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'JOG ROAD (SB) ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-528 EB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB SR 70 ' (1) ·
'WB SR 786 ' (1) ·
'WB St. Lucie Blvd.' (1)
Number 008:
700119 (1) ·
700151 (1) ·
700198 (1) ·
790201 (1) ·
790202 (1) ·
790205 (1) ·
790207 (1) ·
880103 (1) ·
880104 (1) ·
884102 (1) ·
884103 (1) ·
890115 (1) ·
890116 (1) ·
930275 (1) ·
930489 (1) ·
930492 (1) ·
934271 (1) ·
940114 (1) ·
940119 (1) ·
940122 (1) ·
940123 (1) ·
940139 (1) ·
940140 (1) ·
940144 (1) ·
940145 (1)
Location 009:
'.5 miles South of SR-70 ' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1st overpass east of I-95' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2mi. East of SR-91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 EB over Pine St. ' (1)
Latitude 016:
26351625 (1) ·
26401260 (1) ·
26413720 (1) ·
26503900 (1) ·
26581961 (1) ·
26582109 (1) ·
27161795 (1) ·
27161803 (1) ·
27161886 (1) ·
27161895 (1) ·
27171853 (1) ·
27222475 (1) ·
27240492 (1) ·
27241193 (1) ·
27332870 (1) ·
27332944 (1) ·
27403120 (1) ·
27405750 (1) ·
28004737 (1) ·
28244125 (1) ·
28244169 (1) ·
29060018 (1) ·
29064300 (1) ·
29090099 (1) ·
29090120 (1)
Longitude 017:
80040535 (1) ·
80041025 (1) ·
80054200 (1) ·
80084275 (1) ·
80103697 (1) ·
80104046 (1) ·
80191739 (1) ·
80192218 (1) ·
80192691 (1) ·
80193090 (1) ·
80220651 (1) ·
80220740 (1) ·
80231981 (1) ·
80232174 (1) ·
80251602 (1) ·
80274550 (1) ·
80274570 (1) ·
80295022 (1) ·
80382659 (1) ·
80491330 (1) ·
80493553 (1) ·
81051410 (1) ·
81051478 (1) ·
81083300 (1) ·
81091401 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 25 results in range #1 to #25.
